Dirac Delta Function — Question 3

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Question 3

Use causal one-sided Laplace transforms. Write Ha(t)=0H_a(t)=0 for t<at<a and 11 for t≥at\ge a. The unit impulse satisfies ∫ϕ(t)δ(t−a)dt=ϕ(a)\int\phi(t)\delta(t-a)\,dt=\phi(a) for continuous ϕ\phi near aa. Interpret equations between impulses and through their jump conditions; use right-hand values at jumps. Write [v]a=v(a+)−v(a−)[v]_a=v(a^+)-v(a^-) for a jump.

An oscillator moving through equilibrium receives an impulse: y″+4y=6δ(t−a),y(0)=1,y′(0)=0,a=π4.y''+4y=6\delta(t-a),\qquad y(0)=1,\quad y'(0)=0,\qquad a=\frac\pi 4. For unit mass, use E=(y′2+4y2)/2E=(y'^2+4y^2)/2. Ordinary impulses in a second-order equation keep displacement continuous but may jump velocity.

Tasks

  1. Derive the velocity jump and find Y(s)Y(s) and y(t)y(t).

  2. Compute the states immediately before and after the impulse and simplify the subsequent motion.

  3. Find the energy change and derive the general energy-change formula for an impulse of strength JJ at this same time.

  4. For J>0J>0, classify when the impulse lowers the energy, preserves it, or raises it. Identify the unique strength that brings this oscillator completely to rest.

Original worksheet page 1: question and worked solution for 4-8-003
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Question 3 – Solution

Strategy. The impulse changes velocity, not displacement. Its work depends on the velocity immediately before the kick as well as its strength.

Step 1: Jump, transform and invert. Integrating across aa gives [y′]a=6[y']_a=6, because the integral of 4y4y tends to zero. With [y]a=0[y]_a=0, the transformed equation is Y=s+6e−ass2+4,y(t)=cos⁡2t+3Ha(t)sin⁡(2(t−a)).Y=\frac{s+6e^{-as}}{s^2+4},\qquad \boxed{y(t)=\cos 2t+3H_a(t)\sin(2(t-a)).} The new term vanishes at activation, while its derivative starts at 66. Both pieces satisfy y″+4y=0y''+4y=0 away from aa and retain the initial data.

Step 2: Evaluate the state at impact. Since 2a=π/22a=\pi/2, (y(a−),y′(a−))=(0,−2),(y(a+),y′(a+))=(0,4).(y(a-),y'(a-))=(0,-2),\qquad (y(a+),y'(a+))=\boxed{(0,4)}. For t=a+τt=a+\tau, the pre-existing response is −sin⁡2τ-\sin 2\tau, so the total post-impact motion is y(a+τ)=2sin⁡2τ\boxed{y(a+\tau)=2\sin 2\tau}. Thus the impulse reverses the direction and doubles the amplitude.

Step 3: Compute the energy transfer. The energies are E−=2E_-=2 and E+=8E_+=8, giving ΔE=6\boxed{\Delta E=6}. For any impulse JJ, continuity of position and v+=v−+Jv_+=v_-+J imply ΔE=12[(v−+J)2−v−2]=Jv−+12J2.\Delta E=\tfrac 12[(v_-+J)^2-v_-^2] =Jv_-+\tfrac 12J^2. At this impact time v−=−2v_-=-2, hence ΔE=12J(J−4),E+=12(J−2)2.\boxed{\Delta E=\tfrac 12J(J-4),\qquad E_+=\tfrac 12(J-2)^2.}

Step 4: Classify the positive kicks. For 0<J<40<J<4 the energy decreases; at J=4J=4 it is unchanged; for J>4J>4 it increases. A positive impulse can remove energy when it opposes the incoming velocity. Complete rest requires both post-impact state coordinates to vanish. Position is already zero here, so the unique strength is J=2\boxed{J=2}, which makes velocity zero. A zero velocity kick at a nonzero displacement would not in general leave an oscillator at rest. The plot shows the stated J=6J=6 case, with continuous displacement and a corner.

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Original worksheet page 2: question and worked solution for 4-8-003

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